How are the one way RCC slab for concentrated load design?

One-way slab: Design of one way RCC slab is similar to design of beam but the only difference is during the design of one way slab we take unit width of slab as a beam width. Slabs are designed for bending and deflection and not designed for shear. Slabs have much small depth than beams.

How will you effective width of slab for a single concentrated load?

a) For solid slabs, the effective width may be taken as the sum of the load width and 2.4x(1 – x/l) where x is the distance from the nearer support to the section under consideration and l is the span.

How do you calculate slab load capacity?

Solution:

Loads on the RCC Slab. Self-weight= concrete unit weight * Volume of concrete. = 24 * 0.1= 2.4 KN/m2
Loads on the Beam. Self-weight= concrete unit weight* beam width*beam height. =24 * 0.28*0.25= 1.68 KN/m.
Compute Applied Moment. Assume partial fixity of columns.
Geometry of the Original Section.

What is point load on a concrete slab?

This module calculates the capacity of an unreinforced concrete slab to support isolated concentrated loads. Typical use is for legs of storage racks not supported by a building structure, and is not within the scope of the ACI code.

What is the formula of one way slab?

What is one way slab? According to IS 456:2000, The ratio of longer span(l) to shorter span(b) which is (L/B) greater than 2 is known as One way slab.

How are the one way RC slabs for concentrate load design?

Reinforced concrete one-way slabs subjected to concentrated loads are designed for shear by checking beam shear over an effective width and punching shear. A higher shear strength is found as compared to the Eurocode.

How are the one-way RC slabs for concentrated load designed?

What is one-way slab in civil engineering?

The one-way slab is a slab, which is supported by parallel walls or beams, and whose length to breadth ratio is equal to or greater than two and it bends in only one direction (spanning direction) while it is transferring the loads to the two supporting walls or beams, because of its geometry.

How do you calculate slab load?

Slab Load Calculation = 0.150 x 1 x 2400 = 360 kg which is equivalent to 3.53 kN. Now, If we consider the Floor Finishing load to be 1 kN per meter, superimposed live load to be 2 kN per meter, and Wind Load as per Is 875 Near about 2 kN per meter.